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NUMBER AND TANK DIAMETER VARIES TANWITH0. KS ® NOTES: UST INSTALLATION AGCDC.COM 2' Tank P. Ta n h Sia b Concrete Specifications a TY3'-0" O1 SLOPE CONCRETE AWAY FROM ALL MANHOLES 1" RISE OVER 12" RUN. Z O FIBER REINFORCEMENT TO BE USED. PREMIX UNIFORMLY THROUGHOUT UNLESS OTHERWISE NOTED ON THESE DRAWINGS: CONCRETE. CONCRETE STRENGTH SHALL BE 4,000 PSI fc AT 28 DAYS, O6 N 1. a. CONCRETE - REGULAR WEIGHT HARD ROCK CONCRETE (150 LBS/CU FT) 5. MAINTAIN CONCRETE IN A MOIST CONDITION FOR AT LEAST 7 DAYS HOWEVER THE MINIMUM DESIGN STRENGTH IS 2,500 PSI fc AT 28 DAYS. a b. CEMENT - TYPE I/II, SULFATE RESISTANT AFTER PLACEMENT. THIS CONCRETE SPECIFICATION IS A VOLUNTARY UPGRADE, THEREFORE LV NO SPECIAL INSPECTION OR TESTING IS REQUIRED. V 1 3 4 48 DIA. TURBINE c. AGGREGATES — ASTM C33, (MAXIMUM SIZE 3/4 INCHES) Z AND VENT/ STAGE II d. 28 DAY CONCRETE STRENGTH (f'c): 4,000 PSI — SLAB 6. PLACE CONCRETE DIRECTLY FROM TRUCK INTO FORMS. DO NOT PUMP REINFORCING BARS TO BE NO LESS THAN 2" AND NO MORE THAN 4" O VAPOR RECOVERY MINIMUM DESIGN IS BASED ON 2,500 PSI. THIS IS A VOLUNTARY UPGRADE. THEREFORE NO CONCRETE UNLESS SPECIAL INSPECTION, IN ACCORDANCE WITH CHAPTER O FROM SURFACE. (� SUMP (TYP.) SPECIAL INSPECTION OR TESTING IS REQUIRED. 3 OF THE IBC, IS PROVIDED. e. SLUMP — 3"+ 1" — 4" MAXIMUM AT POINT OF PLACEMENT REINFORCE CONCRETE SLAB AROUND MANHOLES WITH (4) #4 REBAR 60" Z f. SHRINKAGE — 0.05% MAXIMUM 7, SUBMIT MIX DESIGNS, WITH STRENGTH AND SHRINKAGE TEST RESULTS, O4 IN LENGTH FOR LARGE MANHOLES 30" FOR SMALL MANHOLES. PLACE 0 SAWED CONTROL JOINTS g. ENTRAINED AIR RANGE — 2% TO 4% TO OWNER'S ENGINEER AT LEAST 7 DAYS BEFORE PLACING CONCRETE. REBAR 6" FROM SIDES OF BOX. U USE PEA GRAVEL CONSISTING OF NATURALLY ROUNDED AGGREGATE, MIN _ o CONTROL JOINTS TO O Ys" & MAX OF 3/4" IN SIZE, FREE OF CLAY, SLAG, CINDERS, OR DEBRIS. 0 w BE "TOOLED" WITH 2. CONCRETE SLAB THICKNESS SHALL BE A MINIMUM OF 8.0 INCHES UNLESS OTHERWISE NOTED 8. CONSOLIDATE CONCRETE IN PLACE USING A MECHANICAL VIBRATOR. ALL SUBSTITUTES MUST BE APPROVED BY MANUFACTURER'S & OWNER'S > � `L_ 3/8" RADIUS ON THESE DRAWINGS. THICKEN EDGES AT MANHOLES AND SLAB ENDS. FIELD REPRESENTATIVE. V _0 rn N z 9. BEFORE PLACING CONCRETE, SECURE REINFORCING STEEL, ANCHOR BOLTS, CU Q 3. CONCRETE SHALL BE NORMAL WEIGHT WITH A MIX OF 1 : 2 1/2 : 3 1/2, WITH A MAXIMUM 7 TANK PAD MINIMUM 2'-0" OFF OUTSIDE WALLS OF TANKS, AND MUST v Y 1/2 GALLONS OF WATER PER SACK. ADD 1 .0 TO 1 .5 LB STEALTH FIBER REINFORCING PER CU. DOWELS, AND OTHER INSERTS IN POSITION TO PREVENT MOVEMENT. O COVER THE FOOTPRINT OF THE TANKS. REQUIRED TO PROVIDE FOR Q 0 Q .° zCD Q YD. CONCRETE. PROPER TANK HOLD DOWN, AND TO PREVENT ACCIDENTAL DRILLING INTO TANK. coN 10. MATERIALS AND WORKMANSHIP SHALL CONFORM TO A.C.I. — 318 N v~i 4. REINFORCING STEEL — SUMP CAGES AT ALL OPENINGS SHALL BE #4 REBAR. (SPECIFICATIONS OF THE DESIGN AND PLACEMENT OF CONCRETE). O CUT CORNER WHERE MEETING ASPHALT PAVING ONLY. SQUARE 42" DIA. FILL & 1 3 4 Z CORNERS WHERE MEETING CONCRETE. Of VAPOR VAPOR g RECOVERY SUMP SEE SITE SPECIFIC PLANS FOR ACTUAL TANK SIZES, PLACEMENT, AND z (TYP.) Og ORIENTATION. FINAL SITE SPECIFIC TANK LAYOUTS SHALL BE APPROVED m O BY THE LOCAL DISTRIBUTION TERMINAL MANAGER OR HIS AGENT. FINAL o LOCATION SIGN-OFF SHALL BE DOCUMENTED. w M ALL MANHOLE ACCESS COVERS NOTES: TO BELOW GRADE SHALL BE 8" MIN. FIBER REINFORCED o OPENINGS IN SLAB TO HAVE 1-1/2" LIQUID TIGHT AND LOCKABLE CONCRETE SLAB. SEE CROWN z (TYP.) SPECIFICATIONS ABOVE. TANK PAD SHALL EXTEND A MINIMUM CONCRETE SLAB DESIGN 0 2'-0" BEYOND OUTSIDE WALLS OF 4,000 P.S.I. @ 28 DAYS M TANKS, AND MUST COVER THE ENTIRE A.C. PAVING18" 18" 18" 18" O g FOOTPRINT OF THE TANKS. IN ORDER 1-1/2 1-1/2 TO PROVIDE FOR PROPER TANK HOLD THICKENED (TYP. ALL) (TYP.) (TYP.) (TYP. ALL) (TYP.) (TYP') A.C. Y I I DOWN, AND TO PREVENT ACCIDENTAL CONCRETE EDGE PAVING z DRILLING INTO TANK. o e w w CHAMFER SLAB CORNERS WHERE 00 U) Q MEETING ASPHALT PAVING ONLY. a `l ``' o w SQUARE CORNERS WHERE MEETING $$ °° o •°�°:S o• �° �'°° °'�O'° > p 3" PEA—GRAVEL 8oO O 3" PEA—GRAVEL MIN. TO Ld CONCRETE. PREVENT LOAD TRANSFER MIN. TO PREVENT TO TANK TOP O LOAD TRANSFER TO TANK TOP O5 #4 AROUND ALL PENETRATIONS 3 4 NOTE: NOTE: IV O N ALL MANHOLES ON THE TANK SLAB SHALL BE INSTALLED WITH A 1-1/2" CONTRACTOR IS REQUIRED TO THICKEN CONCRETE SLAB AT TANK FILL AND TURBINE CROWN OF CONCRETE TO PREVENT WATER INTRUSION INTO THE MANHOLE. SUMPS SUCH THAT THE BOTTOM OF CONCRETE IS BELOW THE TOP OF THE TERMINATION THE OWNER'S ENGINEER WILL BE REQUIRED TO SIGN OFF ON THIS ITEM OF THE SECONDARY CONTAINMENT OF THE SUMPS PER AB-2481 REQUIREMENTS. NOTE Ld A _L r ON THE TANK INSTALLATION CHECKLIST BEFORE CONTRACTOR WILL BE THAT THE THICKNESS MAY VARY BETWEEN THE FILL AND TURBINE SUMPS AND IS ALSO DEPENDENT UPON EXISTING SITE CONDITIONS. CONTRACTOR WILL BE REQUIRED TO _ PAID. CONTRACTOR WILL BE REQUIRED TO REINSTALL ENTIRE DRIVE SLAB REINSTALL ENTIRE DRIVE SLAB AT OWN EXPENSE IF THIS DESIGN REQUIREMENT IS NOT 1'-0" CHAMFER 8" MIN. FIBER REINFORCED AT OWN EXPENSE IF THIS DESIGN REQUIREMENT IS NOT MET. MET AS DETERMINED BY THE GOVERNING JURISDICTION. (TYP.) CONCRETE SLAB. SEE o O SPECIFICATIONS AT RIGHT. z TYPICAL TANK SLAB REINFORCING CONCRETE SLAB DESIGN A SLABSECTION AT TANKS NOT TO SCALE 4,000 P.S.I. @ 28 DAYS SCALE: 1/2 = 1'-0" 3/8" EXPANSION JOINT JOINT SEALANT INSTALLATION IN PAVEMENT SHALL COMPLY f WITH ASTM C 920 TYPE M, GRADE P, CLASS 25 1/4" RADIUS TOOL EDGE 3/8" EXPANSION JOINT PETROLEUM RESISTANT SEALANT. USE "SEALTIGHT GARDOX" INSTALL EXPANSION BOARD OR EQUAL. 1 -1/2" DEEP CAP SEAL (TYPICAL) PRODUCT SYMBOLOGY 1/4" RADIUS TOOL EDGE N "WESTEC ENVIROSTOP TPE—R" INSTALL EXPANSION BOARD a o OR EQUAL JOINT SEALANT INSTALLATION IN PAVEMENTa I CAP SEAL (TYPICAL) z a —3/8" EXPANSION JOINTCIO SHALL COMPLY WITH ASTM C 920 TYPE M, "WESTEC ENVIROSTOP TPE—R" w g / 7 OPTION: GRADE P, CLASS 25 PETROLEUM RESISTANT OR EQUAL MATERIAL SHALL COMPLY WITH L SEALANT. USE "SEALTIGHT GARDOX" OR Q ASTM D1751 . JOINT FILLER O PAINT API PRODUCT EQUAL. 1 -1/2" DEEP ° ° a 3/8" EXPANSION JOINT 4 CAST IN PLACE CODE COLOR ON LID 4 MATERIAL SHALL COMPLY WITH SLAB ACCESS BOX 4 ASTM D1751 . JOINT FILLER CAST IN PLACEQ SHOWN WITHOUT LID I ID COLLAR a NEW FIBER REINFORCED NEW FIBER REINFORCED CONCRETE CONCRETE L PER SPECIFICATIONS PER SPECIFICATIONS LLa NEW FIBER REINFORCED — EXPANSION CONSTRUCTION JOINT AT DISPENSER ISLAND (TYPICAL). CONCRETE EXPANSION CONSTRUCTION JOINT AT NEW PAVEMENT (TYPICAL). CU TEXT SYMBOL COLORS NOT TO SCALE PER SPECIFICATIONS NOT TO SCALE W 0— PREMIUM PREMIUM UNLEADED JOINT SEALANT INSTALLATION IN PAVEMENT SHALL COMPLY 3/8" JOINT GASOLINE WHITE CROSS ON RED CIRCLE WITH ASTM C 920 TYPE M, GRADE P, CLASS 25 6" ACCESS PORT PETROLEUM RESISTANT SEALANT. USE "SEALTIGHT GARDOX" 1/4" RADIUS TOOL EDGE w ° MID—GRADE UNLEADED FILL PORT OR EQUAL. 1 -1/2" DEEP INSTALL EXPANSION BOARD GASOLINE WHITE CROSS ON BLUE CIRCLE STAGE I VAPOR NEW PAVEMENT EXISTING PAVEMENT C ENVIROSTOP TP ------------ - - - RECOVERY N AP SEAL (TYPICAL) UJ o a "WESTEC E E—R" OR EQUAL REGULAR UNLEADED LACK CROSS ON WHITE CIRCLE � MATERA LSHALON JOINT L COMPLY WITH Q� o z GASOLINE UJQ 4 ASTM D1751. JOINT FILLER+ '1,!; O a a CAST IN PLACE w Q THIS AREA TO °AUTv a DIESEOL YELLOW HEXAGON grey or white REMAIN BLACKd ° DRILL EXISTING CONCRETE z U FOR DOWEL PLACEMENT L� W 24 4"x4" HIGHWAY 3/4" DIA. X 18" L. GREASED STEEL z v) Q VAPOR RECOVERY4D ORANGE CIRCLE STAGE I VAPOR RECOVERY REFLECTOR MARKER DOWEL @ 18" O.C. C) � 0 FILL PORT ° FOR PRODUCT U = IDENTIFICATION. COLORED PER API EXPANSION JOINT AT NEW AND EXISTING PAVEMENT (TYPICAL) Cl- z STANDARDS. EPDXY NOT TO SCALE Q OBSERVATION WELL ® BLACK TRIANGLE ON WHITE FIELD MOUNTED INSTALLED z BY CONTRACTOR p7 z Q JOINT SEALANT INSTALLATION IN PAVEMENT SHALL COMPLY O REF: API 1637 - PRODUCT SYMBOLS PETROLEUM I RESISTANT SEALANTTH ASTM C 920 . USE SEALTIGHTCGARDOXLASS S Q_ I O ° �� SAWED JOINT 1 /4" X 2" DEPTH WITH OR EQUAL. 2" DEEP FLARED EDGE EASER \ consultant job# NOTE: THE ABOVE SYMBOLS REPRESENT INDUSTRY 1 GUIDELINES FOR PRODUCT IDENTIFICATION. CONSULT a _ a master release date LOCAL DISTRIBUTION MANAGER FOR LOCAL METHOD THIS AREA TO grey or white z 4 d d N dREMAIN BEA6I< d ° Q OF PRODUCT IDENTIFICATION TO BE USED. w � a °a a project date d awnrby by 8 ACCESS PORT TO BE ORIENTATED TO THE SAME SIDE AS TANK LEVEL GAUGE w a Q a a � a API STANDARD COLORS a d ° a Facility/Project a UNLEADED PREMIUM — RED ° 4 REGULAR UNLEADED — WHITE UNLEADED PLUS — BLUE sheet name ACCESS COVER IDENTIFICATION AUTO DIESEL — YELLOW STANDARD API COLOR AND IDENTIFICATION SYMBOLS STANDARD TWO POINT FILL CONTROL JOINT (SAWED) M .5.3.27 SCALE: NONE SCALE: 1/2" = V-0" NOT TO SCALE